Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Status: ST & Inspect Date 090: 04-17 & Future Year 115: 2038

Use the filters below to narrow your results.

ObjectID:
Status: (Click arrow to add another value)
Date:
04-19 (1)
County 003:
Brevard (1) · Indian River (1) · Martin (1) · Palm Beach (1) · Saint Lucie (1) · Volusia (1)
Place 004:
None (1) · 24350 (1) · 26625 (1) · 35550 (1) · 58725 (1) · 74200 (1) · Belle Glade (1) · Boynton Beach (1) · Cape Canaveral (1) · Cocoa (1) · DeLand (1) · Delray Beach (1) · Fellsmere (1) · Fort Pierce (1) · Glen Ridge (1) · Greenacres City (1) · Holly Hill (1) · Indialantic (1) · Indiantown village (1) · Lake Worth (1) · Malabar (1) · Melbourne (1) · Melbourne Village (1) · Merritt Island (1) · Micco (1) · Ormond Beach (1) · Palm Beach Gardens (1) · Port Orange (1) · Riviera Beach (1) · Royal Palm Beach village (1) · South Daytona (1) · Stuart (1) · Tequesta village (1) · Titusville (1) · Viera (1) · West Melbourne (1) · West Palm Beach (1)
Route 005d:
00000 (1) · 00001 (1) · 00005 (1) · 00009 (1) · 00027 (1) · 00040 (1) · 00044 (1) · 0005A (1) · 00060 (1) · 00068 (1) · 00070 (1) · 00095 (1) · 00098 (1) · 00400 (1) · 00406 (1) · 00415 (1) · 00500 (1) · 00507 (1) · 00520 (1) · 00528 (1) · 00611 (1) · 00704 (1) · 00708 (1) · 00710 (1) · 00715 (1) · 00732 (1) · 00786 (1) · 00807 (1) · 00809 (1) · 00811 (1) · 00A1A (1)
Direction 005e:
None (1) · North (1)
Features 006a:
Critical 006b:
None (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
31 (1) · City (1) · County (1) · FDOT (1) · State (1)
Built 027:
1955 (1) · 1958 (1) · 1965 (1) · 1966 (1) · 1967 (1) · 1973 (1) · 1975 (1) · 1982 (1) · 1984 (1) · 1988 (1) · 1994 (1) · 1996 (1) · 1997 (1) · 1998 (1) · 1999 (1) · 2000 (1) · 2001 (1) · 2002 (1) · 2003 (1) · 2004 (1) · 2005 (1) · 2006 (1) · 2007 (1) · 2008 (1) · 2009 (1) · 2010 (1) · 2011 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2015 (1)
Lanes 028a:
1 (1) · 10 (1) · 2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1) · 9 (1)
Traffic 029:
Traffic Year 030:
2016 (1)
Service On 042a:
3rd Level Overpass (1) · 4th Level Overpass (1) · Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Highway - Waterway (1) · Highway-railroad (1) · Highway-waterway-railroad (1) · Other (1) · Railroad (1) · Railroad-waterway (1) · Waterway (1) · Waterway Relief (1)
Kind 043a:
Concrete (1) · Concrete continuous (1) · Prestressed concrete (1) · Prestressed concrete continuous (1) · Steel (1) · Steel continuous (1)
Type 043b:
6 (1) · Culvert (1) · Movable - Bascule (1) · Segmental box girder (1) · Slab (1) · Stringer/Multi-beam/Girder (1) · Tee beam (1)
Length 049:
Width 052:
0 (1) · 10 (1) · 11 (1) · 12 (1) · 13 (1) · 14 (1) · 15 (1) · 16 (1) · 17 (1) · 18 (1) · 19 (1) · 20 (1) · 21 (1) · 22 (1) · 23 (1) · 24 (1) · 25 (1) · 27 (1) · 28 (1) · 29 (1) · 30 (1) · 31 (1) · 33 (1) · 34 (1) · 35 (1) · 37 (1) · 39 (1) · 40 (1) · 41 (1) · 5 (1) · 51 (1) · 56 (1) · 6 (1) · 7 (1) · 8 (1) · 9 (1)
Deck 058:
Excellent (1) · Good (1) · N/A (1) · Poor (1) · Very Good (1)
Superstructure 059:
Excellent (1) · Good (1) · N/A (1) · Poor (1) · Satisfactory (1) · Very Good (1)
Substructure 060:
Excellent (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) · Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) · Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) · N/A (1) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) · Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) · N/A (1) · Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
1 - way (1) · 1 way (1) · 2 - way (1) · 2 way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1) · 1989 (1) · 2012 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · N/A (1)
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (1) · Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures. (1) · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) · Bridge not over waterway. (1) · Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
None (1) · 11 (1)

Showing below up to 155 results in range #1 to #155.

View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)

T


View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)

Retrieved from "https://indianriverlagoonnews.org/guide/index.php/Special:Drilldown/bridge_data"